HomeMy WebLinkAboutCorrespondence - 145 FARNUM STREET 4/23/2003 a
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SEPTIC FLAN SUBMIT'T'ALS
LOCATION: ( " Map & Parcel XI
NEW PLANS: YES $225.00/Plan -" ""' Check#: 55
REVISED PLANS: YES $ 60.00/Plan Check #:
SITE EVALUATION FORMS INCLUDED: & 5) NO
LOCAL UPGRADE FORM INCLUDED: YES
DATE: DATE TO CONSULTANT:
DESIGN ENGINEER:" °' -`. = a" ,per;, Telephone#: .. p
When the submission is complete (including check), date stamp plans, COPY'for
Gonservattion, and place in existing file with green Design Approval form.
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FORM 11 - SOIL EVALUATOR FORM
Page 1 of 3
No. _
Date: O
Commonwealth of ]Massachusetts
Massachusetts
Soil Sul ayili .Assessment for Dn-site Sewage Disnosai
Performed By: .... C ...... �. 0
_ Date. �/
Witnessed By: ............
Lacaiion Addrus or � 'S' �7Y �^ ��`
Wi r Adder's andne, 7 /��'�yf
Address.xnd 4 J' /rC~'�"�X�
Takphorx f
New construction ❑ Repair 9;70 ojv�—
Office Review
Published Soil Survey Available: No ❑ Yes
Year Published ....... Publication Scale �•��. � Soil Map Unit `b j
Drainage Class ................ Soil Limitations 3wI p
Surficial Geologic Report Available: No Q Yes ❑
Year Published Publication Scale
Geologic Material (Map Unit)
and;form ...........................
...........:.....
.......
ood Insurance Rat.....e Map:
Above 500 year flood boundary No KYes ❑
Within 500 year flood boundary No ❑Yes ❑
Within 100 year flood boundary No El Yes ❑
Wetland Area:
National Wetland Inventory Map (map unit)
. .. ... ........ ............
Wetlands Conservancy Program Map (map unit)
Current Water Resource Conditions (USGS): Month
Range :Above Normal ❑Normal 4Belcw Normal ❑
Other References Reviewed:
DEP APPROVED FORM-22/07/95
FORM I1 - SOIL EVALUATOR FOR(II
Page 2of3
Location Address or Lot Info. �' �i�� -;` A/l0
On-site Review_
D
Deep Hole Number 1 Date;.. '
Time /.,OCR ?"0/0 Weathe '-
Location (identify on site plan) ��° r' `T'.
Land Use %4,104�4D.t<7W.L Slope (%) '� Starface Stones °'
Vegetation
Landform
Position on landscape lam' Vhf
Distances from,
Open Water Body /4tp'o feet Drainage way°2674' feet
Possible Wet Area -c-441:'o feet Property Line . :3`� feet
Drinking Water Well feet Other . ..
DEEP OBSERVATION HOLE LOG"
Depth from Soil Horizon Soil Texture So)1 Color Soil Other
Surface (Inches) (USDA) (Munsel1) Mottling (Structure, Stones, Boulders, Consistency, %
Gravel)
4
'Ile 5
MINIMUM OF 2 HVUS REQUIRED AT EVEr7lW—oSEff,)PrunZ�".iATL-)A-KEA
Parent Material(geologic) Y � 1G p DepthioBedrock: _
Depth to Groundwater: Standing Water in the Hole:�!, Weeping from Pit Face: _
Estimated Seasonal High Ground Water: �r
UEP APPROVED FORM• 11/07195
FORM 11 - SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot No. �`�� �/�.�Yr� -07- 7
On-side Review
Deep Hole Number Date: 41,,3 Time;l,� T W d
Weathe i ,r�_�2
Location (identify on site plan) i �� �/,A, �� /V
....... .
. .. . :. .... ..
Land Use Slope (%) Surface Stones
Vegetation 4 �7aa
Landform rn1,oe/.tlf�-
Position on landscape
Distances from:
Open Water Body � feet Drainage way°�2&'® feet
Possible Wet Area ° evev, feet Property Line 3a feet
Drinking Water Welj'>/:rV feet Other
DEEP OBSERVATION HOLE LOG"
Depth from Soil Horizon Soil Texture
Surface (Inches) Color or Soil
(USDA) (oil Col l) Mottling ther
9 (Structure, Stones, Boulders, Consistency, %
Gravel)
-eh
�3
0 YAP
95 e 30
Parent Material (geologic)^ L
DepthtoBedrock:
Depth to Groundwater• Standing Water in the Hole: Weeping
eeping from Pit Face;
Estimated Seasonal High Ground Water; - -
DEP APPROVED FORAI• 12/07/95
FORM 11 - SOIL EVALUATOR FORM
Page 3 of 3
Location Address or Lot No, �'` ��/� �D #/7 2-
Determination for Seasonal Nigh Water Table
Method Used:
❑ Depth observed standing in observation hole................... inches
® Depth weeping from side o observation hole........... . inches
Depth to soil mottles ..:,:.:,.::.::.:. inchesz
❑ Ground water adjustment feet
Index Well Number .................. Reading Date .................. Index well level ,................
Adjustment factor ................... Adjusted ground water level ...................................,...
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in areas
observed throughout the area proposed for the soil absorption system? ,
If not, what is the depth of naturally occurring pervious material? --'
Certification
I certify that o �°/ %
(date) l have assed the sail evaluator examination
n p
approved by the Department of Environmental Protection and that the above analysis
was performed by me consistent with the required training, expertise and experience
described in 390 CMR 15.017.
Signature - ate
DEP APPROVED FORM•12/07/95
.> a a NEW E NGLAND EN
�.�.�.�.�.�.�....., �. . .. �. .__..,._..� I N C �m. ... ......��.�.. .......�... .r��.�. _• .�v.. ... ..
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April 22, 2003
Sandra Starr, Administrator
North Andover Health Department
Town Hall Annex
7 Charles Street
North Andover, NIA 01845
Re: 145 Farnum Street,North Andover, Septic system design
Dear Sandra:
Enclosed are the following documents regarding the above referenced property.
1. 5 sets of design plans.
. Draft sail evaluator sheets.
3. Fee for review
mod• lvFo PerTVV',vw TO aA/p,jrr4rer y5°re
This plan is being submitted for approval. If you have any questions regarding the
information submitted, please do not hesitate to contact this office.
Sincerely, .. ........ ��.•
Shawn Braze
Cc Owner
0 Bh'wEGI..IWWOOD DRIVE..NOFUH ANDOVER, Mtn 01845-(9'78)686-1768--(888)359-7645 FAX( 78)685-1099
NEW ENGLAND ENGINEERING E I
NC-
June 10, 2003
Sandra Starr, Administrator
North Andover Board of Health
27 Charles Street
North Andover, MA 01845
Re: 1.45 Farnum Street, Septic system design
Dear Sandra:
Enclosed are revised septic system design plans for the above referenced property. The
changes we discussed have been made as follows.
1. The force main is shown crossing the waterline 18" below the water service in a sch
40 PVC sleeve..
2. The distribution location has been moved and raised to make installation with 2' of
pipe level flowing out of the box easier.
If you have any questions please do not hesitate to contact this office. I assume a permit
to install the system will be issued as soon as you get a chance to look at these plans.
Thankk you in advance for your cooperation in this matter.
Sincerely,
Benjamin C. Osgood r., Err
President
0 BE EC11WOOD DRIVE..NOR T1 I A N AGdDOVE R, MA 01845-(978)686-1768--(868)359-7645- FAX(978)685-1079
Town of North Andover, Massachusetts Form N®.2
Q 40RTH BOARD OF HEALTH
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'' ' DESIGN APPROVAL FOR
ss"CHUstt SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
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Applicant r r'i? _1�( ��'_, . V` ' Test No.
Site Location r - '
%�/�
Reference Plans and Specs. % c = �L G3
ENGINEER DESIGN DATE
Permission is granted for an individual soil absorption sewage disposal system to be installed
in accordance with regulations of Board of Health.
CHAIRMAN,BOARD OF HEALTH
Fee Site System Permit No. �
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